Abstract
A method to improve the quality of aerial triangulation for photographs in coastal areas is proposed. Uneven distribution of ground control points and tie points due to the presence of sea water causes the aerial triangulation to produce a systematic error, which is represented by elevation difference of ground control points between stereo model surface and real topography. Compensation of the elevation difference is given to the ground control points with which the following triangulation corrects exterior orientation parameters so as to match stereo model surface to real topography. An experimental study using historical photographs for beach environment, GPS surveys of ground control points and independent check points demonstrates that the proposed method gives RMSE of the elevation difference less than 0.1 m.
Similar content being viewed by others
References
Anders, F. J. and Byrnes, M. R. (1991). “Accuracy of shoreline change rates as determined from maps and aerial photographs.” Shore and Beach, Vol. 59, No. 1, pp. 17–26.
Boak, E. H. and Turner, I. L. (2005). “Shoreline definition and detection: A review.” Journal of Coastal Research, Vol. 21, No. 4, pp. 688–703.
Crowell, M., Leatherman, S. P., and Buckley, M. K. (1991). “Historical shoreline change: error analysis and mapping accuracy.” Journal of Coastal Research, Vol. 7, No. 3, pp. 839–852.
Kim, B. O. (2010). “Area change and coastline attribute distribution of coastal erosion zone in Anmyondo.” Journal of Korean Society of Coastal and Ocean Engineers, Vol. 22, No. 3, pp. 143–148. (Korean with English abstract)
Kim, B. O., Khim, B. K., and Lee, S. R. (2005). “Development of mosaic aerial photographs for shoreline change study in Nakdong Estuary.” Ocean and Polar Research, Vol. 27, No. 4, pp. 497–507. (Korean with English abstract)
Leica Geosystems (2003a). Leica photogrammetry suite orthoBASE & orthoBASE pro user’s guide.
Leica Geosystems (2003b). Leica photogrammetry suite stero analyst user’s guide.
Leatherman, S. P. (2003). “Shoreline change mapping and management along the U.S. east coast.” Journal of Coastal Research, SI38, pp. 5–13.
McGlone, J. C. (Ed.) (2004). Manual of photogrammetry, ASPRS, 5th Edition.
Mills, J. P., Buckley, S. J., and Mitchell, H. L. (2003). “Synergistic fusion of GPS and photogrammetircally generated elevation models.” Photogrammetric Engineering & Remote Sensing, Vol. 69, No. 4, pp. 341–349.
Mills, J. P., Buckley, S. J., Mitchell, H. L., Clarke, P. J., and Edwards, S. J. (2005). “A geomatics data integration technique for coastal change monitoring.” Earth Surface Processes and Landforms, Vol. 30, pp. 651–664.
Moore, L. J. (2000). “Shoreline mapping techniques.” Journal of Coastal Research, Vol. 16, No. 1, pp. 111–124.
Thieler, E. R. and Danforth, W. W. (1994). “Historical shoreline mapping (I): Improving techniques and reducing positioning errors.” Journal of Coastal Research, Vol. 10, No. 3, pp. 549–563.
Zhang, Y., Xiong, X., Shen, X., and Ji, Z. (2012). “Bundle block adjustment of weakly connected aerial imagery.” Photogrammetric Engineering & Remote Sensing, Vol. 78, No. 9, pp. 983–989.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Kim, B.O., Yun, KH. & Lee, CK. The use of elevation adjusted ground control points for aerial triangulation in coastal areas. KSCE J Civ Eng 18, 1825–1830 (2014). https://doi.org/10.1007/s12205-014-0390-9
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-014-0390-9